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BE REMOVED AND ; » �- 4 r � __ � �-9-5"P(NE - 3 SAPLING / /- ;p ---f � !
!) 20' BUFFl�R AREA TO BE 8 ' PSE 12"PI s'PIdE_ s"PANE- - 4»PINE ! I E' / ur-
,,;_ _ . »
`t b"PINE 12"PINE I LANDSCAPED P \— 45 + — -� S�/ �E X02, 12'MAPLE
1 c �! LEACNI.G P,T(TYP,) - P
POST AND_ `\ \\ D -BOX P / �PLrNG/PPP
RAI_ ENCE �,r� FL /
�G \ ` �35Q \` +.r'J. SAPLING000r
SAPLING 0o--PROP._'SMH_ 2- ;
INV IN(2)=37.10 ( 10"
INV. OUT=37.10 �/ 614 PLECONC. BND. W1 OH FNID
APPROXIMATE LOC9 OF 6"MAPLE
EXIS GRAW�Y"LINE ARE or ABANDONED
<< 9 ` '�;\ '�•'
T!C SYSTEMA
V
\ i PROXIMATE LOCATION OF i \ ( w C \
12 EXISTING SEPTIC TANK
-LLC ,RICA, EASEMC%
STREET L. 1E \
\ \ \ DOC. No. 16 3074 4 ' 4" , FLAG POLE
12 2 N �� --OLD E l_.:C. TRANSFORMER. PAD S
3 CAPPED CONDUITS / `' °' C5
PA,RKr, G R
3"
PAVEMENT TO BE REMOVED sMETAi COVER
\ i \ v �\ i� O jr
AND AREA TO BE RETURNED %'v'T SURROUNDED B , V _ \ \ �\ I j ER
3 .,7NC. FILLED v,r in \
TO NATURAL STATE DOLL CRDs (TYP.>12
i'
\ G o
`-EL'r: 1L9 CON]
-UITS (5)
CONN CTION �\G 1�0 Cj ^,�
NO ��` '� \GFtErER A\\� F. 0 �IPR pJ. \r1�
I
IBM: HISEL S0. ON 0 ;
\ 1 \ ' � \ \• �1\ ` 51 ,123 5- Fo RELOCA TED GRA L
CONC. FLR. A T DDDR, L:�A Y • ` FIRE LANE
_,,TRANCE ELF -,✓.=42.48
16 -
/ a �
`0 2$0�
9
''INATOR ' ELECTRICAL GONDUtTS 35
\\
rCAL Colv'DJI I'S (2)
_ 2 C� \ �\ t+, t NC. STEPS TO i'l TAL LANDING
-41- \ , ` X50 - SPRINKLER CONNECTION
6"PINE
TO \ ��
\ I)Il t ENU R
Off \\\ � , \ r k
CONC. BND 1X//DH FND
\�
\\, .
\ x40.1 \
AR,!
\ 1
\ 40� 1
S PGS
pf ?101
FF\GE�OJS
R
0
12-&O9 SF' F0
1$Ak6
' SF \ \
1 BINE DRAINAGE \
\� \ RETENTION ! < '� 2 �. \ _ \ `•
BASIN 6 RfNh� \•
3" FORCE MAIN \�'� • + a _ \
"PINE 6"1�'W&� L=504'
ted' VALT CHAMBER, ' l 0'•c� `
3 FORCE MAIN 2.
=50
r 4'PINE 3`� ` a \ ROP. 2,000 �qAL PUMP
\' HA ER INV. IN/OUT=34.22 U 280' \
\ \ 4"PINE \ \ 4" PVC GRAVITY LINE
4" PVC GRAt1LAVE INV. OUT=35.0'
\�`a ^PINE \��, S=1% INV. IN=34.52' w \
;G1UET CLUB ^ �A \ �y \` L=11.2'. S= 3 `
!y 4. %
OR 0 GAL SEPTIC TANK
\ \ \
IN= 2' INV 1 ° - CONC. LANDING 1✓/ \ .
''1 OUT=3\27 Q G
----•-•- ,/� 0 5 PSS, CONC. STEPS
"PINE "PVC GRAVITY LINE 9
IN L=43' S=1�� I ° HDIN� aA`r 8' WIDE (TY?.) \'� F• oF�p,�EP \�� META' COVE
PcE X00 9 5FF ��Oo�R 12" : 1 `.
2-6"OAKS PROP. SMH 1 INV IN OUT=35.16' \� �,0 SP y, ��2 9 S f /
\ I \. 2 \GE 3 �2 S /
/ /- METAL Orc 3g, 29 D
�� `� ��� �%/ i ' ,--' i '� � ! � �_ \ � o► a . •`
TAI IOVJL-�,
�E/ j / /��/ ���� l �� \\ \ �0' \ ,t /v►N j- ELECTRICAL CONDUIT
r--12' ':'VIDE BAY - , 0 > i
METAL CO
/ \ \\\ ✓ / /// - / / I �� 'f \ . 4"PVC`GRAVlTY LINE \ ° 5"C
X40.0 FUEL PC,trfP � I _r ," c',9 .� ✓ . /,, ''/ i'
- _ i -j INi�� OUT -35.3 - :. o ::. \ , , I _ - \�� ��-
/ JOCKEY PUr"?P MASONRY BUILDING SURROUNDED
�\
METAL COVER �; \ 1 �20
x42.2 �,,\� i AREA = 547 So. FT. (0.0125 ACRES) \ B .r 4 BOLLARDS 1
\ / _
�X c\''`. • AGF 0r ^�
\,n x40.5 6- 2„ C. ,`b
20' WIDE YYATEP, UTILf7Y EASErAE;�I'r -- \ 2' r+�
\` x4;.8 / x3 RDi4' or vO �bYC D
�/ \ DOC. NO. 419326 I C1 8.3 c- _ �, ✓ ..: / - i
Z / ti rRI_LS 5 BE. IrEF,
PLAN BK. 428, PG. 97
\� _ _. \ RIP- AP ArJI TO
r ` ar�-r: n rdC�h!�A+r �� 1-rs cn rr \ \ �} DUjLDING HEI J- T=39'f- ,-
GENERAL NOTES:
1. SEE EXISTING CONDITIONS PLAN FOR GENERAL NOTES.
2. THE PROPERTY IS LOCATED IN THE AQUIFER PROTECTION
DISTRICT.
3. SITE RUNOFF 1S CONTAINED IN THE RETENTION BASINS.
4. DEAD LANDSCAPED TREES TO BE REPLACED.
4. FORCE MAIN TO TIE TO EXIS77NG GRAVITY SEWER WITHIN
PROPOSED MANHOLE. INLET ELEVATIONS TO MATCH. -ACTUAL
LOCATION OF EXIS77NG GRAVITY LINE TO BE FIELD DETERMINED
BY CONTRACTOR PRIOR TO CONSTRUCTION OF FORCE MAIN.
COLE R &
COLAN TON IO Z
ENGINEERS AND SCIENTISTS
781-982-5400 101 Accord Park Drive
Fax: 781-982-5490 Norwell, MA 02061-1685
OF Mgssq
D
O JOHN C. 'yG
rNc,
CHESSIACo
C CMI
No. 37137
Q9o,F9FGISTER�����c�`�
sS/ONAL ENS'
VIZ7ZIO
T TLE: _°
PROPOSED 17ASTEWATER
DISPOSAL SYSTE
MODIFICATIONS
COLISEUM CONDOMINIUM
225 WHITE'S PATH
S. YARMOUTH, MA 02664
OWNERZAPPLICANT:
WHITE'S PATH REAL -ESTATE
TRUST IV
261 WHITE'S PATH
S. YARMOUTH, MA 02664
DATE: JUNE 7, 2000
COMP./DESIGN: KJC/SKG
CHECK: JCC
DRAWN: SKG
SCALE: 1"=. 40'
JOB NO • 1-171.06
DWG NO.: WWATER SHEET: 1 'OF 2
i
40 20' 0 40 80
_L�� 47